RC-06-21-1552 COMPACTION TEST4/13/22, 7:33 Ahl PHOTO-2022-04-12-20-30-16.jpg
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Notice of Preventative Treatments f0f Terrnsi--s
(as required by Florida Building Code (FOC) 104.2.6)
Date
if
Product Used
o . c6 %
Percent Concentration
Ho.,
DADDY'S PEST SOLUTIONS, INC
i reddy Vera, owner/operator
9129 affirmed lane Boca Raton FL 33496
561-870-1784
Jb 221394
Address of Treatment or Lot/Block of treatment
Q ':� c-) A lm
Time
lr]f0nl
Chemica used (active ingredient)
O
Area Treated (square feet)
L -n f to
lq jq
VApplicator
5
Number of gallons applied
Linear feet treated
Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
As per 104.2.6 — if soli chemical barrier method far termite prevention is used, final exterior treatment
shalt be completed prior to Final bullding approval.
https://mall.google.com/mail/u/0/?tab=rm&ogbl#inboxlFMfcgzGmvpJ WZGhPTWHLgBgMhHtSgf rj?projector=l &messagePartld=0.5 1 /1
TASK L.aeoR.a ro ►Fs, INC.
14241 SW 140 Street, Miami, Florida 33186
Proctor Compaction Test
Client
South Winds Construction
Job No: T2022-12
Address
8646 West Stat Rd. 84, Davie, FL. 33324
1 Report No: 12
Project
S.F.R. (Addition & Renovation)
Address
391 NE 103rd Street, Miami Shores, FL. 33138
Matrix
Gray Coarse to fine sand with soiree limestone fragments
Source Of Material
At Job site, material being used for Subgrade
Sample Location
Job site
Sampling date
4/5/2022
Lab ID#
3127
Collected By
E.V./T.H.
Sample #
2
Analysis date
4/7/2022
Checked By
M.I
Analysis By
E.WR.S
Approved By
M.I
TEST - RESULTS
The following compaction test conducted in accordance with the standard/Modified Methods for Moisture Density Relations
of soil using a 10 lb. Hammer and 18" drop AASHTO designation T-180 & ASTM D-1557.
% MOISTURE
DRY DENSITY
3.0
110.2
5.8
112.8
7-5
115.8
9.2
117.4
10.8
114.0
Optimum Moisture
9.2
100% Maximum Dry Density
117.4
98% Dry Density
115.1
95% Dry Density
111.5
Respectfully Sub^ni++nr+
TASK LABORAT
Aamir A. Ghori, F
120.0
118.0
116.0
114.0
N
w 112.0
c 110.0
108.0
106.0
f• A iF1
STATEF
0.0 2.0 4.0 6.0 9.0 10.0 12.0
% MOISTURE
SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS
TASK LABORATORIES, INC,
14241 SW 140 Street, Miami, Florida 33186 Phone: (305) 235-5355
_Field Density_ Test of Compacted Soils
ASTM Method: D - 2922-81
Fax: (305) 235-8353
Client
South Winds Construction
Order #
T2022-12
Address
8646 West Stat Rd. 84, Davie, FL. 33324
Date
4/7/2022
Project
S.F.R. (Addition & Renovation)
Gauge #
34393
Address
391 NE 103rd Street, Miami Shores, FL. 33138
PO #
N/A
Test
LIFT
Locations
5
Final
Subgrade of Addition for Slab on Grade: SW Area at NW of House
6
Final
Subgrade of Addition for Slab on Grade; NE area at NW of House
7
Final
Subgrade of Addition Garage, for slab on Grade, NW area at SW of House
8
Final
Subgrade of Addition Garage, for slab on Grade: SE area at SW of House
Description of Material
Gray Coarse to fine sand with sonic Limestone fragments
Backfill Embankment
SubbaseLl
Basecourse
Subgrade X I Grade
Building Pad Li
Laboratory Identification Number
T2022-12
T2022-12
T2022-12
T2022-12
Test Number
5
6
7
S
Depth in inches
12
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
1259
1262
125.8
126.0
Field Density. Lb/Cu.Ft (Dry Basis)
116.1
116.6
115.9
116.3
Moisture Contents
8.4
8.2
8.5
8.3
Maximum Density in the Field (%)
98.9
99.3
98.7
99.1
Compaction Requirement by specs
% of maximum density
98%
98%
98%
98%
100% Maximum Density (lab)
117.4
1 117.4
1 117.4
1 117.4
Proctor T-180 AASHTO Method C
1/3127
1/3127
1/3127
1/3 12 7
Compaction Test Result
PASS
PASS
PASS
PASS
Optimum Moisture
9.2
Remarks
O. K
Tested By
EMPI
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully S
Aamir A. Ghori, P.E. # 55538
Should any subsoil conditions in the property (area) tested found different from that encountered on the tested locations reported on our Density Test,
TASK LABORATORIES. INC. is not responsible. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential
property or cnents ana Tor pumicauons or statements or extract Trom regararng is mservea penamg our written approvai.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QAlQC INSPECTIONS ENVIRONMENTAL AUDITS